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Courthouse Square
<br />Court & High Street
<br />Salem, Oregon
<br />Arbuckle Costic Architects, Inc
<br />50°k Contract Documents Estimate
<br />Ground Level
<br />Second Ftoor
<br />Thiro Floo~
<br />Fourth Floor
<br />Fifth Fioor
<br />Penthouse
<br />Total Gross Area
<br />- - -- - ------ ---- - -- ------------ - - _ _- -
<br />Architectural Cost Consultants, LLC ---- _ _ _ _--- . .- -
<br />Estimate ~ate: R o~-oec-s
<br />James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 29-Od-98
<br />6441 SW Canyon Court, Sufte 103 Print Date: 03-Dec-98
<br />Porttand, Oregon 97221 Print Time: 11:07 AM
<br />Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99
<br />
<br />-------- ---------
<br />------
<br />23,249
<br />---
<br />_ _ ____ --- --- -
<br />31,537
<br />32,088
<br />32,086
<br />32,012
<br />1,818
<br />_ --- - - --._ . _ . . _- _ _ _ . -- __._. . -- --
<br />Building Shell 8~ Core Quantity __Unit CosUUnit
<br />Comments
<br />
<br />CONCRETE - Continued
<br />Piacing - Continued
<br />supported slab 5,000 cy 16.00 80,000 80,000
<br />pumping 7,923 cy 10.00 79,230 610 6~0 ~s,o~o
<br />Subtotal - Placing 215,752 2,318 2,3~8 0 0 2~~,»e
<br />redi-mix concrete
<br />spread footings 5000 psi 457 cy 66.00 30,162 3o,~s2
<br />mat footing 3000 psi 1,354 cy 56.00 75,824 ~5,82a
<br />continuous footing 5000 psi 0 cy 66.00 0 o see parking estimate
<br />slab on grade 3000 psi 0 cy 56.00 0 o see parking estimate
<br />columns
<br />parking level 5000 psi 45 cy 66.00 2,970 2,970
<br />building 5000 psi 141 cy 66.00 9,306 s,3os
<br />shear walls above parkin 5000 psi 780 cy 66.00 51,480 51,480
<br />parking level 5000 psi 122 cy 66.00 8,052 a,o2B a,o26 0
<br />elevator pit 5000 psi 24 cy 66.00 1,584 ~,58a
<br />beams 5000 psi 0 cy 66.00 0 0
<br />supported slab 5000 psi 5,000 cy 66.00 __330,000 330,000
<br />Subtotal - Redi-Mix Concrete ______
<br />7,923 cy 509,378 a,o26 a,o26 0 0 50~,326
<br />finishing
<br />set screeds 154,284 sf 0.20 30,857 3o,e57
<br />cure 154,284 sf 0.08 12,343 12,3a3
<br />seal 154,284 sf 0.06 9,257 9,257
<br />trowel 154,284 sf 0.60 92,570 92,570
<br />float footings 12,973 sf 0.40 5,189 5,18s
<br />break ties & plug voids @ walls 31,776 sf 0.55 17,477
<br />_- --
<br />-
<br />- 1,152 1,152 15.173
<br />Subtotal --
<br />--
<br />167,693 1,152 1,152 0 0 165,389
<br />a
<br />Cost Total
<br />Building Shell & Core Detail Estimate - Page 4
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